板配筋

GkQklG7.273.51.813.62MfyES砼C?fcft板厚hb5.64130020000030141.4100###0.0616###########MfyES砼C?fcft板厚hb16.32030020000025121.3120###0.1371###########M=1/8(1.2*Gk+1.4Qk）*l^25.641以下计算弯矩，输入Gk和Qk及跨度l或者直接输入弯矩值计算配筋sbsb实配钢筋242.8##########242.8实配钢筋587.5##########587.5SAminSASAminSA